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Determination of size of sewers for given slope and peak flow by applying Kutter or Manning equation; alignment chart for flow in pipes; calculation of velocity required to transport sediment is shown with aid of approximate formula while slopes required for self cleansing can be read from charts; effect of sewer transition, non-uniform flow in circular sewers, and sewer junctions explained.
Determination of size of sewers for given slope and peak flow by applying Kutter or Manning equation; alignment chart for flow in pipes; calculation of velocity required to transport sediment is shown with aid of approximate formula while slopes required for self cleansing can be read from charts; effect of sewer transition, non-uniform flow in circular sewers, and sewer junctions explained.
Design of sewers to facilitate flow
Sewage Works J
Camp, T.R. (author)
Sewage Works Journal ; 18
1946
14 pages
Bibliography
Article (Journal)
English
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